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O <br /> W <br /> E <br /> UQ V s? <br /> U <br /> a -_ <br /> J I- <br /> 0 Cr <br /> 8 6 <br /> SO6 S09 SO6 <br /> P1.6 <br /> V` <br /> GABLE END TRUSS _ <br /> (2)2X6 - _ (2)2X6 .. _. <br /> C7 " <br /> z <br /> ry�+6 22+ w <br /> ti <br /> ATTIC ACCESS <br /> n - PER ARCH'L <br /> 66 <br /> tt � sos <br /> sos � <br /> OO <br /> W <br /> PRE-MANUF. 1 Q <br /> ROOF <br /> TRUSSES <br /> @ 24"ot Q <br /> TYP LIND -- Z <br /> O <br /> ROOF FRAMING PLAN NOTES: <br /> -- --_- --' 1. Roof Sheathing shall be Ve thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.131"0 X%"Nails se follows'. LU <br /> FramingFraming,E1 ge t I &,qc6"� W <br /> Framing,Field 12"oc —� <br /> Boundaries Backing,Stru[s oc W <br /> At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Drawings for other Q <br /> Sheathing Nailing requirements. <br /> Al areas indicated as Blocked Diaphragmmv,pide 2x Flat Block Notes)ing(per General Structural at all Unframed Sheathing l <br /> Pane <br /> Edges.Fasten Sheathing to Framing and Blacking with 0.131"O X 2Y"Nails as follows: <br /> Framing,Edges 4"oc <br /> a Framing,Field 12. <br /> 1BOU <br /> See Drawings fort other Sheathing Nailing ie u merits. W <br /> a q V X <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. Z W <br /> 3. Trusses marked Strut shall be designed to accommodate the Indicated Ipatls and connections. W <br /> 4. O-draining Members shall be 2x4 @ 24"oc posted down to main framing below w,2x4 @ 48"ec,staggered,or as indicated by the IL <br /> Truss Manufacturer. 0 <br /> 5. Provide sol'tl Flat&ockirg at all Valleys Fasten Sheathing to Blocking n accordance with Note I. Q z <br /> 6 Provida H2 5A Clip each side or TLOK6 Screw each ply a12 ply or greater LW Girder Truss ends,lyp. < I <br /> WALL FRAMING PLAN NOTES: _ LL - <br /> (2)2X6 2kB 7. Exterior Walls shall be Shear Wall type Pt-fi with 2x6 Stud$@ 16"ac,u.o.n. O <br /> GABLE END TRUSS Inteinor Walls shall be 2x4 Studs @ 16 oc u o n <br /> P (2)2x6 (2)2X6 Where adjacent Shear Walls are'n contact nail studs[o9elher per 3/S06 See 1/S176 far spec al stud requkeirients al Shear Wall O <br /> GABLE END TRUSS types P1-3,P1-2,and P2-2. O _ <br /> 16 6 0 <br /> 8. Headers shall be 4x6,u.o.n.See Detail 13lSOG. <br /> S09 SO6 \�/ P \ _ <br /> �/ 16 `// 9. Built-up Stull Groups in Wags supp—rig Beams,Posts or Grder Trusses above shall be(2)SNds.u.o.n.Sae G.—A Structural <br /> � fa Notes for stening requ en uemta. D <br /> SO6 S09 SO6 <br /> 10. See 10/S06 for Simpson to USP hardware conversion[able. <br /> I <br /> LEGEND <br /> SX.X DETAI1CA11--0UT m <br /> ®-X SHEAR WALL BELOW PER SCHEDULE OF 1/606 � <br /> BEARING OR SHEAR WALL BELOW - — -- ----a <br /> F <br /> Q N <br /> POST BELOW � L <br /> OVER FRAMING PER PLAN NOTE i W o <br /> K <br /> HOR HEADER PER PLAN NOTE 8 14 <br /> 0 1 2 d 6 16 S 0 5A I <br /> i <br />